Experimental and analytical studies on the vibration serviceability of pre-stressed cable RC truss floor systems

Xuhong Zhou, Liang Cao, Yohchia F. Chen, Jiepeng Liu, Jiang Li

Research output: Contribution to journalArticle

14 Citations (Scopus)

Abstract

The developed pre-stressed cable reinforced concrete truss (PCT) floor system is a relatively new floor structure, which can be applied to various long-span structures such as buildings, stadiums, and bridges. Due to the lighter mass and longer span, floor vibration would be a serviceability concern problem for such systems. In this paper, field testing and theoretical analysis for the PCT floor system were conducted. Specifically, heel-drop impact and walking tests were performed on the PCT floor system to capture the dynamic properties including natural frequencies, mode shapes, damping ratios, and acceleration response. The PCT floor system was found to be a low frequency (<10 Hz) and low damping (damping ratio<2 percent) structural system. The comparison of the experimental results with the AISC's limiting values indicates that the investigated PCT system exhibits satisfactory vibration perceptibility, however. The analytical solution obtained from the weighted residual method agrees well with the experimental results and thus validates the proposed analytical expression. Sensitivity studies using the analytical solution were also conducted to investigate the vibration performance of the PCT floor system.

Original languageEnglish (US)
Pages (from-to)130-147
Number of pages18
JournalJournal of Sound and Vibration
Volume361
DOIs
StatePublished - Jan 1 2016

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cables
Cables
vibration
Damping
damping
Stadiums
impact tests
walking
modal response
dynamic characteristics
Reinforced concrete
resonant frequencies
Natural frequencies
low frequencies
sensitivity
Testing

All Science Journal Classification (ASJC) codes

  • Condensed Matter Physics
  • Acoustics and Ultrasonics
  • Mechanics of Materials
  • Mechanical Engineering

Cite this

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abstract = "The developed pre-stressed cable reinforced concrete truss (PCT) floor system is a relatively new floor structure, which can be applied to various long-span structures such as buildings, stadiums, and bridges. Due to the lighter mass and longer span, floor vibration would be a serviceability concern problem for such systems. In this paper, field testing and theoretical analysis for the PCT floor system were conducted. Specifically, heel-drop impact and walking tests were performed on the PCT floor system to capture the dynamic properties including natural frequencies, mode shapes, damping ratios, and acceleration response. The PCT floor system was found to be a low frequency (<10 Hz) and low damping (damping ratio<2 percent) structural system. The comparison of the experimental results with the AISC's limiting values indicates that the investigated PCT system exhibits satisfactory vibration perceptibility, however. The analytical solution obtained from the weighted residual method agrees well with the experimental results and thus validates the proposed analytical expression. Sensitivity studies using the analytical solution were also conducted to investigate the vibration performance of the PCT floor system.",
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Experimental and analytical studies on the vibration serviceability of pre-stressed cable RC truss floor systems. / Zhou, Xuhong; Cao, Liang; Chen, Yohchia F.; Liu, Jiepeng; Li, Jiang.

In: Journal of Sound and Vibration, Vol. 361, 01.01.2016, p. 130-147.

Research output: Contribution to journalArticle

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